9010 4TH AVE W 2018 Plans 2022-11-28

FRAMING NOTES FOUNDATION NOTES FLOOR FRAMING DESIGN BY TRUSS COMPANY CRAWLSPACE ROOF FRAMING DEStGN BY TRUSS COMPANY 1. The contractor shall verify all notes, dimensions & conditions prior to construction. Under Floor Ventilation 1. The contractor shall verify all notes, dimensions & conditions prior 2.All footings to rest on undisturbed soil. 1. Exposed earth is covered with a continuous Class I vapor 3.All wood in contact with concrete shall be pressure treated wood. retarder. to construction. ,� 2. Floor Joists to be 2x10Hf2 @ 16"oc unless noted otherwise (U.N.0). 4. 1500psf assumed bearing capacity. Joints of the vapor retarder shail overlap by 6 and shall be 3.All Beams and Headers to be 4x8Hf2, with (2) 2x Posts U.N.O 5. See sheet A4.2 for Holdown type & location sealed or taped. The edges of the vapor retarder shall extend at least 6" up the stem wall and shall be attached and sealed W 4. Provide Solid Blocking Over supports. Provide Fire Blkg at all plumbing � penetrations to the stem wall. Q 5. ■ Indicates point load PRESSURE TREATED MATERIALS 2. Foundation Ventilation shall be 1/150sf of under floor area 6.All wood in contact with concrete shall be pressure treated wood. 1. Fasteners for PT Wood shall be hot dipped zinc coated galv. steel, or and shall be vented by openings in perimeter wall. One Vent 7. Posts shall be 4x4Df2 &4x6Df2 @ beam joints U.N.O Stainless Steel. shall be located 3-ft. max. to corners and arranged to provide � 8. GLB to be 24F-V4 U.N.O, PSL to be 2.OE U.N.O 2. PT materials and any wood shall have moisture barrier installed where cross ventilation on at least two sides. 9.All beams shall be supported on each end w/ (2) 2x (King /Jack Stud concrete is poured against said wood construction. Openings shall be covered with corrosion resistant wire mesh 1/4" openings. z Configuration), U.N.O. 3. Vents shall not be obstructed by insulation. � 10. Check areas where plumbing may cause problems, such as toilet � flanges centered on joists, plumbing walls, etc. Positive connections at WSEC402.2.7 Permanent Baffle maybe installed at 30 degrees from horiz. to divert air flow below the surface of insulation. v post to pads, post to beams, etc. WSEC 402.2.8 w n 0 z 27' 37'-6" � � 2'-10 1/2" 16'-3" 2'-2 1/2" 5'-8" � � 3"x3"x1/4"thick Hot Dipped Galv.� •� ,Plate Washers, and nuts to tightened ' - 15'-4 1/4�� W � � � , � Zrn on each bolt to the plate ' 4� _ - -- ----- __ _ � — — — — — — — — — — — — — — — — — — — — — — — — � � Q E -- - - - - - - - - - - - - - - - - � � � � ° •�� , � .Z•�� - - - - - - - - - - - - - - - - - - - - — - - - - - - - -a- - - - - � `-° Q :� � °' �� — — - - - - - - - - - - - - - - - - - - - -� r � �- - i � � A � o �� Thicken ed e of slab-TYP I ' PORCH ,I � � � � I � � y � N - � o co �U � �-- — — — — — — � � 4" Concrete� � � NO I � � � .� g �' 2 , „ � � � Cont. Ftg at doors-TYP M �,� SOG ' 1 -6 � W `� � � � ( ___ � � 4x4 Hf2 POST � � °� I I �- — — — —� � -48" oc, u.n.o. � _ � ( I _ z � � � � � � � I _ _ _ ao = �p � r J � � � o I 1I'-6" °o _ _ � I I I I T � � I I I � � � o � � � � � o I . I I I � o I �. c� r- r- I y 2 0 � � I ; � N I I _ -- _ , i i o r.. � p I ; � � ___ _____ ---- - I I 'GARAGE �' — — — _ rn �',4'Concrete SOG o/6mil. VB o/4' gran.fill �I I , co � � � ��,Slope door toward the vehicle door for proper � � � ; � � - � � � I I '`drainage.-- -- -- --- --- - I I � „� —� I �- — — — -� I >" � _ I : I I I o I 2424 I I I ( 0 ; _ F- °° d' i 48 � � garage slab � � 2x10Hf2 Floor Joists 16"oc � d- � � � � � 00 � W N N I I flush with house I I � � � ', � � � N o � � � � I L - - - - - - - - - - - - � � � v � � � 0° � � cvQ I I I , � � � o � , � � o � �_ �� p � �n � � � 4S � r — - - - 12� - - - -� ` � � 9 01/4 � _o. �; � Q N � I I I I � i � � _ �o � - - - -� � � � I I ( I I I ,CRAWLSPACE I —IL ■ J �'� � r - - - - - I � _ i I I I --- I :. I ( � � � � � � PORCH �� - � Cont. Class 1-6-Mil Black Plastic �� 424 1818 1818 � ( �Z � 4"Concrete SOG i 48 ; �,VB wall to wall with 12 lap @ I - '�/ ( � � ` � -- ------ � , . = � � al I seams � d' � ` ,X � � � � � � � _-------- - - --- � I I � I I I I I - I _ I : I 2 � ¢ I �- - - - - - - - - - - - - - - - - - - - - -I � ° I 18"x24'� I �0 � I ! I ( �cEs I , z — — — — — — — — — — — — — — — — — — — — — — — I ( � O � � - - - - - - - - - — � � - - - - - - - - - - - - - — - - - - - - - - � ��,oz Q � . o - - = - - = — = - - - - - - - - - - - - - - - - - - - — - - - - - - - = - - z �48� � o 11'-7" 3'-3" 6'-6" 13'-7 3/4" � 11'-4 1/4" W "- l "_' _ 21'-4" 12'-8" 25' 5'-6" �� `� ��,�T��I,� 64'-6° �'a�w"s.y��;�� , D�TE: w + � � t.i r .` ,* ✓ 1�.., 12/30/2018 LEGEND: : , �� N -- �: �,�� µ ,� , ,� R�f�,�� 5G?�LE: Ventilation Calculations i � 48 ' 5/8" Dia.Anchor Bolt Spacing (IN.) �'�;� ' I930 sf divided by 150 equals 6.2sf Req'd. �!, r -- �°"•�`�`��'�� iMin. number of 14"w. x 9" ht. Vents= .99ea. I 0� 8" Conc. Stem Wall on 16x8 FTG �� I.99 x 75% equats .74 NET AREA EACH VENT'' L - - � � � � '�6.2sf divided by .74 = 8 required �' ��4��= � �-0 HD1 - Simpson STHD10 � SHEET: ' HD2-= Simpson LSTHD10RJ A4.1